Numerical simulation of partial saturation in sands induced by flow and chemical reactivity
Moderate to large earthquakes often cause ground failure due to soil liquefaction leading to major and sometimes catastrophic damages to the built environment. Liquefaction is the loss of bearing capacity and shearing resistance of fully saturated sand due to pore pressure buildup in an earthquake l...
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| Online Access: | http://hdl.handle.net/2047/D20193649 |